1601 Beach Ave 2-STORY MASONRY
RESIDENCE N.1605
A, A EUTWENICS
POOL
STUDIO
CENTRAL LEADER
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CONCRETE CONCRETE SO4 246 62193
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FOR TRE06 3-.CALIBER W4 241 03M tax
STAKE TOME W/12 GA.WINEAND
WOSE 120'AROLIND TIME UTH
2"X 2-MOM TREE STAKES FOR P.T.WOOD 2 X 4 OTAKIES FLOWDA REM 110*1"
TIREIFS 3-OR LESS,2-3frREE F t
NECES"Rr FOR STABILITY
FLAGWMa
4"EARTH 6AUDER FOR WATER
M z ft.—�A�W
6"$OIL MIX-1/3 COMPOST, APPLY 6*PINE STRAW MJLCA-1 LAYER
N$TALL TIME AT LEVEL CAILAVE z
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TAMP AND WATER N 70
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CONTRACTOR TO BE AWARE 15 S AMUM
Or POSSIBLE UMITIES IN AW-A "V PA�
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TRES PLANTING ORTAIL x Lu
7.14
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FULL VEGETATIVE WEAD,71'-a- SET PALM 1341 THAT 5=16 W DECIREE6
REMOVE ALL CONSTRUCTION PERRID401CULAR TO 6ROLIND
DEBRIS FROM PLANT BED REMOVE 1/2-.RCNDe,,CLEAN.UP
2"X 2"WOOD TREE STAKES FULL "OVIDE POSITIVE DRAINAGE FROND BA-SES Lu Q
2-3/TREE IF NECESSARY FOR STABILITY SPACE
(a L)
LINIFORILT CLEANW-UP BOOT&CARS
4*PINr=5TRAUJ MULCH ON 6TRAIGH7 TRJW
2 - 4 CANES,5-CLEAR TRUNK WON. mvJC.ANr CUT PALMS Cocy-
4 EARTH SAUCER FOR WATERIWS SED 2-X 4HU BRACING WIRED To 5UFA.AP A
APPROVED EDGE PLANT AT LEVEL GRADE UMLAPPED TMNr-STAKE&JPPICEWLY Lu
STRAPS APPLY b"FINE STRAW MULCH LAYER TO C5ROUND FOR Wr3W WINDS
S"SOIL MIX(1/3 COMPOST,2/3 TOPSOIL) r. 501L MIX(1/3 CZ)HPOST, 4"HIGH SALICEIR W/&*PINESTRAW
2(�TOPSOIL) MLC44 LAYEM
FIOTO-TILLED INTO SOIL d
COMPACTED EXISTING SOIL BACKFILL TED EX 74 SOIL BACKFILL
Tof_
SO�S
I L E BACKFILL MIX AS SPECRED.TAMP AND
v0rL'pTl#lROCK AND DEBRIS WATER INTO PLACE
SET ROCTMALL CN UNDISTUMNED SOIL.
MIN.30-RO�L DIAMETER-
81-111RUID GROLNOCOVER PLANTING DETAIL
NTS
MULTI-TRUNK TREE PLANTING TYPICAL. PALM TRU P6AWIWv
ZTA
SWEET TITLE
PLAWIWS
TREE PLANTIW-z SCHEDULE TREE MITIGATION TABLE PLAN
QTY. CZ)MMON NAME BOTANICAL NAME SIZE,SPEC. PALMS REMOVED lo-V
25 CA55AGE I-ALM SA5AL PALMETTO Ir.'CT,14"CAL.MIN. NOTE. PALMS RELOCATED -581� DATE WeLIED I
ALL TREES AND PALMS REMOVED FROM SITE PALMS REQUIRED r,411
3 LIJASWINGTONIA PALM WASWINGTONIA R05USTA 16'r—T-12"CAL.MIN. SEE SURVEY(L-1)FOR EXISTING TREE LOCATIONS OCTOBER 25,2004
2 CANARY ISLAND DATE PALM PWOENIX CANARENSIS'CANARY ISLAND' RELOCATED FROM STAGE LOT PALMS PROVIDED 4213" REIASICNS
3 LIVE OAK QUERCUS VIRS;rNIANA 4"CAL MIN,141-161 WT.
11 TREEFORM LIGUSTRUM LIGUSTRUM JAPONICA WARDWOODS REMOVED 561,
30 GAL,45-CT
48 PODOCARPUS WEDGE PODOCAIRPUS MACROPHYLLA 15 GAL,FULL TO BASE HARDWOODS REQUIRED 791, SCALE
14ARDUJOODS PROVIDED 13"
I" = 10,
TREEFOI,Wl SWF!Uf5S PROVIDED 44" e"EET
L 2 oF: 2
2,2
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ALL ROOF TRU55 HANGER5
JOB: 333225 MORALE5 BM-3 2-1.15" X 1325" LVL 10'
LOC: 1601 BEAC14 AVE ARE HU52(o UNLE55 NOTED
p-o=
PLAN: PETWAY RE51D OTHERW15E.
4LL E3EAM 51ZE5 AIRE FfROM STFRUCTURAL FLAN&
DE51GNER: RICHARD TINGLEY
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(40187-MORALES CONST/DUVAL COUNTY --
Top chord 2x4 SP #1 Dense 1601 BEACH AVE ATLANTIC BEACH AI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR.
BOt chord 2X4 SP #2
Webs 2X4 SP #3 120 mph Wind, 13.90 ft mean h9t, ASCE 7-98, PART.
:Lt Slider 2x4 SP #3: BLOCK LENGTH � 1.500, anywhere in roof, CAT 11, EXP c, wind TC DL�4.0 INC. bleg, Located
:Rt Slider 2X4 SP #3: BLOCK LENGTH = 1.500, Psf, wind BC DL�3.0 psf.
DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. IN LIEU OF STR UCTURAL PANELS OR R IGID CEILING USE PURLINS:
CHORD SPACING(IN OC)
TC START(FT) END(FT)
56
BC -2.09
84 27.75
4X4—= 0.00 25-67
9
5 X 4
9
5 X 4��-
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15 PSF MAX 3 X 4\�-
0-9-12
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3X7(E3) III 5X4(E3) T
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U=775 W�7.625
PLT TYP. Wave TPI fAllux R-1191 U�775 W=7.625"
De' in Crit: TPI M At?
—WARNING
I HUSSES REQUIRE EX 2
REFER 1 1-03 (BUILDING COMPRIMI CARE IN FABRfCATI11, '
A,IO IANDI�NG, SHIP
SUITE 200, MADISON. Wl 53719) AND III PUBLISHED BY ING. INSTALLING AND BRACING.
D-ONOFRO, "Ell SAFETY INF.R11 19. F1
)� TRUSS COUNCIL' IF .1 6%..
SAFETY RACTICES PRIOR OF A.'1%",CA PPRJE�E 58
I., BD RE � P CA (WOU "All "IT FL - 4 E - -
D SHALL HAVE PRO PERCY ATTACHED STRUCTIRA P ANERMING , 630o ENTE L3
TO1 PER S IN... ...... EN T Scale �.25" Ft.
ND BOTTOM CRORDNS� UNLESS OTHERWISE INDICAT 0' C LL 20,0 pSF
ALL HAVE A PROPERLY ATTACHED No.47182 REF R235-- 90375
—IMPORTANT—
IDLE CONTRACTOR. P S F
NOT BE RESPONS F C D L
INE PRODUCTS. INC FUR"'M A DUE,., THIS "I'll TO THE INSTALIA 7.0
GATT
'ROSS IN CGNF�RMAN CF OR ED, ANY DEVIATION FROMrITON ALPINE END DA,TE 01127 04
DESIGN CONFORMS WIT WITH TPI; FABRICATING, HANDLING. SHIPPItS DESIGN, ANY FAILORE I. S OF C DL
CONNECTOR H IPPLICAOLE P F I , TA E
PLATES ARE 1ROVISIONS G NOS (NATIONAL DESIGN SPEG� B'1I'ALLIlG I BRACING OF TRUSSES.
ILL MADE 11 201 8/1,G,
1pine DATES TO EACH FACE OF H/S/K) ASTM A653 IS 5.0 PSF DRW HCUSR235 04027078
Y INSPECTION OF PLATES FOL OWE UNLESSW�THERWISE ' 'i
neered Products, nc. A TRUSS I AND 0 GRADE 40/60'(1. &PAT AND TPI AIIIN 11
ey J)rive JNDfCATFS A I BE PE K/H,S) GALV. B C L L
0.0
Haines city D 'I H ACCEPTANC' OF U I E R ANNE'A3 OF rpl, 200, SEYSf3T�"` PER DRAWINGS 160A Z. PSF -ENG MAC/MMA
I 1191i Mari DRAWL G 6P (f)ISH LOCATE ON THIS BE SIGN. APPLY -.*4 1
FL 33844 EIIG �OF H C
B"'I N OWN THE SUITABI I AT NGINEFONING RES NSIBILll L.ELYTHEOR THFRT I R I USS COMPONENT * .... ,
FL i —Of� DING DESIGNER R N I TY , 'IT N U SEAL ON THIS
I AND USE ON TOT
uthorizittion#56- PE I TP S I COME Y -L D 42.0 PSF
7 A -1 / I I ENT FOR AN INSOI
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JOS: 33322C) MORALE5
- LOG: 1601 BEACH AVE
FLAN: FETWAY RE51[)
DE51GNER: RICHARD TINGLEY
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SUPPORT REPORT JOB DESCRIPTION: 40187
WIND MPH: 120 BLDG TYPE : PARTIALLY OPEN
WIND CODE: ASCE 7-98 K
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CT. REACT. MAX WIND
TRUSS SUPPORT SUPPORT BEARING BEARING REA
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TYPE XLOC-ft .
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SPAN
DESC
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Al 25 . 667 7 . 625 WALL 0 . 000 9 . 094 1191 -775
7 . 625 WALL 25 . 031
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RICHARD SK
M & ASSOCb
2 2 4 5 St.Johns
Jacksonville, Fl.
12
904 387 -6
Lic. #. AR 00
A R C H I T
onsu tai
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20'-0 112" TOP OF PLATE
-—-— —-—-—-—
............
12
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Seal
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- - - - - - - - - - - - -
- - - - - - - - - - - -
MQ 4
I(Y-I I" FIN.2nd F
- -—-—-—-—-—-
FIN. ATTIC FLOOR
7-
a-0" FIN.FLOO�,�
-a-2 1/4" CONC. 5LAE5
1'-0 3/4" PR0F05ED GRADE
WEST ELEVAT16N PETWA
1/4"A BEACH H(
1601 Beach A
Atlantic Beach,
32232
NEW
RESIDEM
N-1
ISSUE
no. date clescrip
L
J__ __i
+ 2 1'-10 112" TOP OF PLATE
—-—-—-—-—-—--
20'-0 112" TOP OF PLATE
-—-—-—-—-—-—-— —-
HH H
REVISION!
Eu
descripi
no. date
J"�r J,
-12'-9" FIN.2 na FLOOR
4 1
"k + 1 9-1 1 FIN. 2nd FLOOR
--------------
9'-9" FIN. ATTIC FLOOR,
7
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1.71
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Scale: 1/4h=
Project No.: 0 1
Draw
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Checked by:
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Sheet Title
47 FIN 15t FLOOR
--—-—-—-—-—-—- —-—--- 01-01, FI N 15t FLOOR,
1'-0 5/4" PMP05ED GR.AQE L 7 -—-—-—-—-—-- 0' G" EDGE Of D1
T_
--------- EXTER101
0E)
Z-0" PROP05ED ELEVATO�
Sheet Numbe
SOUTH ELEVAmnON
r A�2 9
1/4"=1'-0" of
C H T
=C s
onu'ltai
City of MOH*k; 0000
Building and Zonlr*
CONSTRUCTION
J05. 33322C MORALE5 ALLFLOOR TRU55 HANGER5
ARE 7�4A422 UNLE55 NOTED
LOG: 1601 5EACH AVE
PLAN: FETUJAY RE51D 'OTHERLU15E.
DE51GNER: RICHARD TINGLEY
Ln W
SC
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LL LL LL
02
2' 21 21
72
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�\AAP SHOWING SURVEY I M p ff R V 1 0 5 URFACE AREA C A L C U L A T 1 0 N 5 CUT / fILLCALCULATION5
RICHARD SKINNER
f= KOM C.C.C.L. EA5TWARD 0 & ASSOCIATES 0
LOT 2 AND THE SOUTH )k OF LOT A TOGE-THER 1111TH THE NORTHERLY OF 16
FILL NET
UYING EAST OF THE SOUTHERLY EXTENSION OF 1HE EASTERLY LINE OF CUT
EX15TING SITE PROP05W SITE
2 2 4 5 St.Johns Ave.
BEACH, UNIT 1, AS RECORDED IN PLAT BOOIK 151PAGE 10 OF THE CUR RE OF
DUVAL COUNTY, FLORIDA. Jacksonville, Fl. 32204
HOU5E
HOU5E 680 5.F. 3540 5-F. 9 0 4 3 8 7 -6 7 1 0
98 C.Y. 70 C.Y. 28 C.Y.
51TE
SITE PLAN PREPARED FROM SURVEY PROVM BY: Lic. AR0013338
'740 5.F. GARAGE
GARAGE 030 5-17.
'Z
BOATWRIGHT LAND SURVEYORS, INC. I I C.Y. 5 C.Y. G C.Y.
17'11 SOUTH 5TH STREET
-3655 5.F. 3907 5.1'. AREA UNDER 5LAB
WALK_S/DRJVE5
WALK5/DRNE5
JACKSONVILLE BEACH, FL
904-241-8550
PILE5/PILE CAP5 G5 C.Y. 0 C.Y. G5 C.Y.
�77075 5.f=. TOTAL IMMRVIOU5 AREA 8377 5.F.
DATED OC'70BIER 16, 2001 TOTAL IMPERVIOU5*PEA
FILE NO. '12001-901
PERCENT IMP
GRADE BEAM5 3G C.Y. 0 C.Y. 3G C.Y.
ERVIOt ARM 44% PERCENT tMPER.VIOU5 AREA 49%
TOTAL NET 135 CUBICYARD5
T OTALLC
T ARI*WITHI N PROPERTY Ll NE5) I G945 5.1'.
ATLANTIC BEACH 13UIIPING MP TMENT IMPERVIOU5 5URFACE AREA REQUIREMENT 50% Consultants
L
IL
Seal
I-so t33.73' (C.C.C.L. to JIM, CORNER)
2—STORY MASONRY
4x*xuwm RESIDENCE No. 1605
C(MCFEIT POM �—EXTENTS OF
NT
A A
CONCRM CONSTRUCTION
SPA
EXTENTS OF
ADJACENT
CONIORM RACE
CONCOM
S
CONCRETE WALL I
Ll ell
U?AM YARD WI FK01"EMPUNI!TO
R AININ4 7; TERRACE I
W LL (GRAVEL) NG EXISTING
2'
- -------------
L
7 -7X 0
IM I PROPOSED
GARAGE
0 L
PROPOSED z
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LL-1 RESIMCE
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wow
-ft,
Beach House
7
HOUSE 1601 Beach Avenue
A r -CUIT Atlantic Beach,
4114�_LINI�To
Florida
32233
132.66' (C.C.C.L. to PROPOSED ftDG. CORNER AT FIRST FLOOR)
(FROM INTERSECTION OF SOUTH PROPERTY LINE MD C.C.C.L.)
132.66' (C.C.C.L. to PROPOSED BALCONY AT SECOND FLOOR)
16th STREET
New
143.16' (C.C.C.L. to PROPOSED TERRACE)
Residence
131.08' (C.C.C.L. to BLDG. CORNER, EXISTING HOUSE TO SCUITH)
2 STORY FRME
COASTAL CONSTRUCTION CONTROL LINE RESIDENCE No. 1595
AS RECORDED IN MAP BOOK V, PAGES ISSUE
72 THROUGH 72H OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY. no. date description
DECK 1 9/27M DEF AfTROVAI.
SITE PLAR
SCALE: 1/16"=1'w0"
FROPEKrY UNE TO DEF BUILDING LIMIT
REVISIONS
no. date description
rter of 5uddin,3 Iad
t
EXIS11NG GRADE
r)
FINISH GRADE
(26'-5"NG\A) 0 4AMW OPM
DET�CHED DRIVE COURT)
< ............. GA�AGE - —-—-—-—-
Ll NE 01: CALC, WE. 26.4'N.G.V.D. �'27'-6" N.G.V.D
nNISH FLOOR
Ln __,__,—FIN4SH GRADE
ELEVATION
EXi"TING EXISTIN13 GRADE Scale: IIIG"= 11-011
GR,4��61E AT XISTING GRADE,
DR11,1EWAYT TYPICAL Project No.: 0 105
iF'R F Cent_r of�UIIJinq Pati
C'
811- Drawn by: MAM
Checked by: RG5
V) Sheet Title
v� 0 t V.D
SITE PLAN
z
z W-4—-— -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—----—-—-—-—-—-—-—-—-—-—-—- -10!�O' N.G V D & SECTION
�ILE TIP ELEVATION
AdL '"s, Sheet Number
SITE SECTION Aup AL
lot* 1W
SCALE: 1/1 6"=1'w0"
z
z 05P 7 W,01 DEP�O
S2
Ln
City of AtlAmic badj�jj of
INK
z Bu#dM# and Zoning xx
z
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V) Not For Construction
RICHARD SKINNER
& ASSOCIATES M
2 2 4 5 St.Johns Ave.
jwksonville, Fl. 32204
9 0 4 3 8 7 -6 7 1 0
Lic. #. AR 0013338
-K
T-
R C H I T E C T
Consultants
M
J
M
EF
i'-! T'
Seal
12
.3
7 7
El ----------
..........
-----------------------
--- --------------
L-----------
a-0" FIN15HED FLOOR
-—-—-—-—-—-—-—
-FLOOP, ...... 1+ EH -—-—-—-—
1/4" 5UB PRO
PETWAY
EAST ELEVATION BEACH HOUSE
1601 Beach Avenue
Atlantic Beach, Florida
32233
NEW
RESIDENCE
ISSUE
no. date description
LHI
HH
REVISIONS
Ed bf Id
no. date description
A-
1
1[77777= 71
0.:
Drawn by.DC, CMD
Checked by: PG5
7
Sheet Title
j
-----------
EXTERIOR
4-
ELEVATONS
Sheet Number
Alf.
K ow IF
A�2o2
NORTH ELEVATION ap a I toot
of
vjr=l,-O"
MY of AtIAM114 WO
&Mw am talons
77
2
9
C r E C T
Co
CONSTRUCTION SET
2X6 "T"
REINFORCING
MEMBER
2X4
GABLE DETAIL VERTICAL PLATE�SIZES
VERTICAL LE PLATE I.F PLA'T'ES REINFORCING
VEIL MEMBER
sym + FOR LET—IN VERTICALS BETWEEN CHORDS SIZE
ABOUT LESS THAN 4' 0" lX4 OR 2X3
GREATER THAN 4' 0", BUT 2X4 TOENAIL ATOENAIL
LESS THAN 11' 6"
BE TFJ�TILAN 11' 6"_ 2,5X4
REFER TO ENGINEERED TRUSS DESIGN FOR PEAK,
SPLICE, WEB AND HEEL PLATES.
IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS,
SINGLE PLATE TO SPAN THE WEB MULTIPLY T" FACTOR BY LENGTH (BASED ON GABLE
SPACING) FOR (1)
/0+ VERTICAL SPECIES, GRADE AND
2* 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE
-- EXA PEE: - APPROPRIATE ALPINE CABLE DETAIL FOR AllE OR
GABLE X4
-e I SBCCI WIND LOAD,
VERTICAL
LENGTH MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
C, T P, LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
Ll
WIND SPEED REJNF�
Vv,pj
SBCCI ASCE
AND MRH MBR. SIZE
110 MPH 2x4 10 % 10 %
C ON ER F OM 'L To T
I- TOR By LEN'
GRADE ANT
ROOP A 0"
, ,LF
r V R
0 '
M �LT IPLY T FAC
V E 'A _PE CIES
'T L S
2X4 'L' BRACE
APPRO'R'AT, ALPINE A D
SBCCI WIN, LOA,
'BLE VERTICAL
HORD
A_
1 0
'0
+ FT 2x6 40 % 50
110 MPH 2x4
I to %
30 FT 2x6 50 50 7
100 MPH 2x4 10 10 %
15 FT 2x6 30 % 50 %
100 MPH 2x4 10 7 to
30 ITT 2x6 40 % 40 ?1
90 MPH 2x4 20 % 10 %
+ PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
ATTACH EACH "T" REINFORCING MEMBER WITH 15 FIT 2x6 20 7 40 %
RIGID SHEATHING 9OMp ___2x4 lo__�'- -lo %
HAND DRIVEN NAILS: -
4 TOENAILS 30 FT 2x6 30 % 50 %
80 MPH _0
10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP _2X4 1 7 20 7
AND BOTTOM CHORD.
15 FT 2x6 10 % 30 %
GUN DRIVEN NAILS - 0.131" X 3" ---
80 MPH 2x4 20 7 10 %
REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. -
MEMBER 30 FT 2x6 20 71 40 7
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOP, ASCE 70 MPH 2x4 0 % 20 7
OR SBCCI WIND LOAD. 15 FT 2x6 0 7 20 %
ASCE 7-93 GABLE DETAIL DRAWINGS 70 MFH 2x4 to % 20 %
GABLE TOENAILS
2x6
TRUSS"', SPACED AT A11015ENO699, A10015EN0699, A09015ENO699, A08015EN0699, A07015EN0699 __31 FT 3�
4" O�C.
A11030ENO699, A10030EN0699, A0903OENO699, A08030ENO699, A0703DEN0699 EXAMPLE:
ASCE 7-98 GABLE DETAIL DRAWINGS
ASCE WIND SPEED - 100 MPH
TOEN
AIL'
s
SPA ED AT
C
ILS
A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515EC0901 MEAN ROOF HEIGHT - 30 FT
A13030ECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL - 24" O.C. SP #3
SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE - 2X4
S11015EN0699, S10015EN0699, S09015EN0699, S06015ENO699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) 10%
1.10
S11030EN0699, S10030ENO699, S09030ENO699, S08030ENO699, S07030EN0699 X4 1" BRACE LENGTH = 6' 7"
(1) 2
To
4 TOENAILS MAXIMUM 'T" REINFORCED GABLE VERTICAL LENGTH
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI
1.10 x 6' 7 7' 3
CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH,
0
% PLACES DRAWINGS GAB98117 876,719 & HC26294035
—WARNING—, TRUSSE S REOUIRE,EXTREME CARE IN FABRICATING HANDLING, SHIPPING, INSTALLING iv
AND BRACING. REFER 0 HIB-9 (HANDLI G INSTA LING AND BRACING), PUBLISHED BY TPI (TRUSS REF LET-IN VERT
T N L IF
FLATE INSTIT TE, �.,83 D'ONUFRIII DR., SUITE 200, MADIS[IN, WL 53719) FOP soFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED T P CH RD H ILL H V
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAV E DATE 02/18/03
0 0 S A A
q
'E A PROPERLY ATTACHED 47
RIGID CEILING 182
--IMP[IRTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED DRWG GBLLETIN0203
PRODUCTS, INC, SHALL CUT BE RESPONSIBLE FOP ANY DEVIATION FROM THIS DESIGN; ANY FAILURE
ALPINE TO BUILD THE TRHSS IN CONFORMANCE WITH TPIj OR FABRICATING, HANDLING, SHIPPING, INSTALLING
13PACINU OF TRUSSES RESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS <NATIONAL -ENG DLJ "KAR
DESIGN SPEC, BY AF&PA) AND FRI ALPINE CONNECTOR PLATES APE MODE OF 20118116 GA (W,H/S/r, STATEOF
7� ASTM 4653 GRADE 40/(0 W,K/H,S) GALV STEEL. APPLY PLATEC TO EACH FACE [IF TRUSS AND r X TOT. LD. 60 PSF
UNLESS OTHERWISE LOCATED [IN THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPE N [IF) A"
ALPINE ENGINEERED PRODUCTS,INC. T"�Tlll
PLATES FOLLOWED BY (1) SHALL 13F PER ANNEX A3 OF TPI 1-2002 SEC 3 A SEAL [ E RAW.-
POMPANO BEACH,FLORIDA DRAWING INDICATES ACCEPTANCE [IF PROFESSIONAL ENGINEERING RESPONSIBILITY SULE F& TH 0 UR. FAC. ANY
I
TRUSS COMFDNENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FDI .......
B R I El D N;LA
IJILDING IS THE ESPON',BILITY F THE BUILDING ES16NER, PER ANSI/I PI I SEC 2
MAX SPACtNG 24.0"
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MAP SHOWING SURVEY OF
LOT 2 AND THE SOUTH h OF LOT A TOGETHER VATH THE NORTHERLY 10 FEET OF 16th STREET
I cn LYING EAST OF THE SOUTHERLY EXTENSION OF THE EASTERLY LINE OF LOT A. NORTH ATLANTIC
10 t BEACH, UNIT, 1. AS RECORDED IN PLAT BOOK 15 PAGE 10 OF THE CURRENT PUBLIC RECORDS OF
2 DUVAL COUNTY, FLORIDA.
N�
Q0
FOUND D.N.R. MONUMENT Q
No* 72-81-A17 c I,,j cf) 0
NORTHING = 2,186,046.194 CID >
EASTING 373,902.056 cf� 0
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0
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EASTING 374,5 1.2 tit 1 11
' I , J'z i I I 1 11 111 1
/2 OF LOT A" to 4 Im I I
0
5 5
0
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2 StORY No. 1601
SET BENCHMARK
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1 111 1 �6.9
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it_T 28.36 1
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1*31(1 %WX S A 0, Wj x 9.7
4 - to 6.
Lh 1 8.23 17J)
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9. SE 2"3672 WOOD W&K
4m PIP x x 27.5 4.68
T xv.8i
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9 0 X-C T)
14.0 -9 X2 6 x 29.9 S & c
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12.46X
to CORNER).
N 04*15'36" w (C.C.C-L G.
I 1 130.652'
10.01 NOTES
SET 112" IRON PIPE
-(LB3672)
THIS IS A BOUNDARY AND TOPOGRAPHIC "VEy.
NORTHING = 2,183,966.8 NO BUILDING RESTRICTION LINES PER PLAT.
EASTING 374,556.9 -REEI
BEARINGS 13IIIIISED ON A LINE FROM DEPARTMENT OF NATURAL
16th 1zP
RESOURCES MONUMENT No. 72--81-A17 TO MONUMENT N.. 72-81-Aig
BOW SOUTH 2r12`44" EAST; As PER THE COASTAL X)NSTRUCTION
c
CONTROL LINE FOR DUyAL COUNly. ROF"DA AS
RECORDED IN MAP g"
"C". PAGES 72 - 72H. AND APPROVED ON JMY 21, 1993. wwL%1w
cn
BEI`,ICHMARI� USED IS DVARTMENT OF NATURAL RESOURCES MONUMENT
NO- A-18 LOCATED AT Ift STREET AND EAST COAST DffyE
0
SEP 2 7 2002
ELEVATION
cl�
(9-76) N.G.V.D.(1929).
"M UNDERGIROUNC UTILITIES NOT LOCATIED By THS SURVEy.
IyL cp
THE EROSION CONTROL LINE AS REDDRDED IN PLAT BOOK 35, PAM CRY Of AtlantIc
M
598, WAS CALCULATED FROM THE VM PLANE COOR!DftTES BuIldIng and Zordng
MR THE COASTAI. CONSTRUCTION CONTROL LINE.
MEAN HIGH WATER LINE (MHW) BASED ON EXTENDED DATUM MR yW
FOUND D.N.R. MONUMENT
z STATION 872-0291. JACKSONVILLE BEACH. MHW 3.0 N-G.V.D. (ion).
Uj No. 72-81-A19
WITH A TIDE RANGE OF 5.11
NORTHING � 2,183,631.498
EASTING 374,888.078 WASONAL HIGH WATER LINE CALCULATED ACCOIRDM 70 CHAPM a
33-002(45). FLORIDA ADMINISTMTIVE OW_
Q�_ MHW + (1-5 X TIDE RANGE - 3.0 + (1.5 x &I) . 10.65 THIS SURVEY WAS MADE IN COMPLIANCE IMTH THE
UM
COORDINATES AS PER THE cow& coNsTwrm cowmx LINE MINIM
TECHNICAL STANDARDS SET FORTH IN
A
CHAPTER 61 G17-6 OF THE FLORIDA
ADMINISTRATIVE CODE.
INN X,
t>
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES
"NOT VALID WITHOUT THE SIGNAAW AND THE "X" AND "AO" (DEPTH 2') AS WELL AS CAN BE DETERMINED FROM
THE "FLOOD INSURANCE RATE MAP" COMMUNITY PANEL NUMBER
ORIGINAL RAISED SEAL OF A ROWA LICENSED
SURVEYOR AND MAPPER." 120075 0001 D, FOR THE CITY OF ATLANTIC BEACH,
REVISED APRIL 17, 1989. 1 DONN W. BOATWRIGHT, P.S.M.
F D"AL
LORI LIC. SURVEYOR and MAPPER No. LS 3295
)F N D D N R M ON U M EN T
2-81 A17
OL
N 7
N OR TH NG 6'04 94
ST G = 7
:E A N 3 3 9 02 0 561
CHECKED BY: FILE: _290-agi DRAWN BY: _§)EAGHj ADDED - WT. 25. 2002
B �L 'WRIGHT LAND S U FLORIDA LIC. SUIRVEMG & MAPPING BUSINESS No. LB 3672
RVEYCRS inc . 1711 SOU TH 5th STREET JACKSONVILLE 13 �7CH -FLO- RI A DATE: OCTOM-16-2
001. SHEET' 1 OF 1j (904)24'1-8550
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JOB: 33322A MORALES BM-1 2-1.15" X 1125" LVL 11' HANGERS ON J05 ARE AS FOLLOWS 2-.
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w ome t 0
PLAN: PETWAY RE51D No
I-PLY TRU55 HU52(o
DESIGNER: RICHARD TINGLEY �_,:E
FLOOR TRJ55 THA422 x bu
ALL 5EAM SIZES ARE FROM STRUCTURAL PLA2419LY BEAN HGUS414
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MY 11'8'4
2-STORY MASONRY
RESIDENCE N.1605
'k, T-6 EUTWENICS
I POOL
STUDIO
CENTRAL LEADER
FILL CANOPY WITW OWL FLOOR
STptAIc*lT TALINK k LAND ARCHITECTLIRE
--I EMTPANCE COMMUNITY PLANNINd.
SPA URBAN DFOM
CONCRETE 1 %04 246 671S
CONCRETE 504 241 93M ft.
FOR TREES 3--C.ALISER v I
STAKE TREE%LV ZZ"UREAND
WOOE 12tr AROUND TREE UT14 FLORIDA RE& NO.I"
2-X 2-WOOD TREE STAKES FOR P.T.WOOD 2 X 4 STAKES -IA
NECESSARY FOR OTABILRY
TREES 3-OR I-Eafi,2-3MtEE IF K-A004N3
4-EARTH SAUCER FOR WATER c
W
6'SOIL MI L13 COMPOST, APPLY r,"PINE STRAW MLCW LAYER
213 TOPSOIL INSTALL TIME AT LEVEL CURADE w
>
;.Lw
DPW=PA�W
COMPACTED EXISTW.604L
BA004LL FREE PROM DEBRIS u
TAMP AND WATER IN TO A
REMOVE AiRPOCICZIS w DEAL
CONTRACTOR TO BE AWARE .7 6 .6 "m
OF POSSISLE UTILITIES IN AREA
;7"w AA
TRES PLANTING OL"All. lu
-71
---------------- I
cl
I&TN GrpteEr as .1
Q
LL
EAD,I'-5' SET PALM 60 T14AT BLID 16 W DECAREES
REMOVEA!,�,CONSTRUCTION PERPENDICLILAR TO GROLIND
DEBRIS PLANT 5ED REMOVE 1/2 FRONDS,CLEM-UP (D
STAKES FULL PROVIDE POSITIVE PRINAGE FRC*0 BASES w
5ARY FOR STABILITY SPACE LNIFORIMLY CLEANED-UP SOOT SCARS to L)
ON STRAIGHT TRaw
R 7RUNI< 6*4"PINESTRAW MULCH NON-14URRICANE OUT PALMS ONLY-
BED 2-X 4-BRACING.WIRED TO BUMAP
R WATERIW. WRAPPED TRIM STAKE SUFFICENITLY w
M MULCH LAYER PLANT AT LEVEL GRADE TO GROUND FOR W*W WINDS
IOST,2/3 TOPSOIL) c,"SOIL MIX(V3 OOMPOST, 4-WidH SALIC"R W 6'PINESTRAW
2/3 TOPSOIL) S MLC44 LAYER
ROTO-TILLED INTO SOIL
SOIL BACKPILL OOMPA�TED EXISTIW3 SOIL BACICFILL W fly
EX16TINS TOPSOIL FREE BACAMILL MIX AS SPECIFIED.TAMP AND
OF Lll'lEROC:K AND DEBRIS WATER INTO PLACE
SET ROOTBALL ON UNDISTURBED SOIL,
IW41QUIS GROLNOCOYSIlt PLANTING OWAIL M*,L 3W ROOTMALL PIAMErM
NTS
MULTI-MNK TREE PLANTING Y PICAL PALM TRIIIIS f0l.�IWm
NLT.S. KTA
6WEET TITLE
PLANTIWs
TREE PLANT[W.3 Sr-WEDULE TREE MITIGATION TABLE PLAN
QTY. COMMONNAME BOTANfCAL NAME SIZE,SPEC. PALMS REMOVED 101.1
NOTEs PALMS RELOCATED be., I
2b CA55AGE PALM SA13AL I-ALMETTO 6-CT,14-CAL.MIN. ALL TIREES AND PALMS REMOVED FROM SITE PALMS REWIRED 54-- DATE lbeLIED
3 LIJASHNGTONIA PALM WASWNGTONIA ROBLISTA �&'Cl-12"CAL.MIN. SEE SURVEY (L-1)FOR EXISTING TREE LOCATIONS OCTOBER 25,2004
2 CANARY ISLAND DATE PALM PHOENIX CANARENSIS'CANARY ISLAND' RELOCATED PROM STAGE LOT PALMS Fji�OVIDED 425" REVISIONS
3 LIVE OAK QLIERCUS VIF143rNIANA 411 CAL MIN,14-46-HT. HARDWOODS REMOVED SW
11 TREEFORM LI[GUSTF;&M LIGUSTfi�j"JAPONICA 30 GAL,45-CT HARDWOODS REQUIRED 20" SCA
48 PODOCARPUS WEDGE PODOCAPPUS,MACROPHYLLA 15 GAL,FULL TO BASE
HARDWOODS MROVIDED 13" 1. 10,
TREEFORM SHRJB5 PROVIDED 4411 'SWEET
L2 OF 2